两种海洋微藻硝酸还原酶活性测定方法的比较研究   总被引：1，自引：0，他引：1  

唐洪杰  王修林  祝陈坚  李雁宾  张传松 《中国海洋大学学报(自然科学版)》2006,36(6):981-986

对6种常见海洋微藻的硝酸还原酶活性测定方法进行了初步研究。确立了离体法和活体法的提取(振荡)时间及酶促反应时间,分别为:5 min,30 min(离体法)和6 min,10 min(活体法),并对2种方法进行了对比。结果表明:在本文条件下,离体法较活体法更适于进行塔玛亚历山大藻(Alexandrium tamarense)、强壮前沟藻(Amphidinium carterae)、中肋骨条藻(Skeletonema costatum)、新月菱形藻(Nitzchia closterium)和旋链角毛藻(Chaetoceros curvisetus)的硝酸还原酶活性的测定;活体法更适于东海原甲藻(Prorocentrum donghainase)硝酸还原酶活性的测定。  相似文献   

Plastic buckling of ring-stiffened conical shells under external hydrostatic pressure     

Carl T.F. Ross  Andrew P.F. Little  Kehinde A. Adeniyi 《Ocean Engineering》2005,32(1):753-36

The paper describes experimental tests carried out on three ring-stiffened cones that were tested to destruction under external hydrostatic pressure. The cones were carefully machined from EN1A Steel. All three cones failed by plastic non-symmetric bifurcation buckling in a mode commonly known as general instability. In this mode the entire ring-shell combination buckles bodily.The paper also provides a design chart using the results obtained from these three vessels, together with the results of six other vessels obtained from other tests. The design chart allows the possibility of obtaining a plastic knock down factor, so that the theoretical buckling pressures, based on elastic theory, can be divided by the plastic knockdown factor, to give the predicted buckling pressure. This method can also be used for the design of full-scale vessels.  相似文献   

弧后盆地的形成与演化探讨：以东亚陆缘区为例   总被引：3，自引：2，他引：3  

吴有林  林舸 《海洋地质与第四纪地质》1996,16(4):63-69

通过对弧后盆地大地构造体制的讨论，作者认为基属活化作用的产物根据地质，地球物理，地球化学等资料的分析，作者提出结论认为，由于东亚岛弧系岩石圈的均衡作用及海沟外侧冷却大洋岩石圈块体的下沉拖曳牵引等作用，使软流圈在岛弧系下方发生分异，这种分异作用带动东亚陆缘向东扩张，从而产生弧后的张开。  相似文献   

Target-strength measurements of Pacific hake (Merluccius productus) in Canadian waters using quasi-ideal and conventional beam transducers     

Hamano  Akira; Sasakura  Toyoki; Kieser  Robert; Cooke  Ken; Kubota  Katsuhiko; Clay  Allen 《ICES Journal of Marine Science》1996,53(2):273-279

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红罗非鱼引进繁殖育种及海水驯养研究     

常珠传  林华英  王道和  郭相平 《海洋科学》1989,13(5):44-48

作者对引进的红罗非鱼进行了生物学特性、繁殖育种及海水驯养等方面的试验研究,结果得出:①亲鱼的怀卵量与体长呈正相关(关系式为:Y=124.78L—588.8),在北方地区每年产卵3—4次,产卵量为怀卵量的1/2;②水温25—30℃,11—18d受精卵孵出鱼苗;③红罗非鱼不仅可在淡水中生存,且在自然海水和半咸水中均能生存,是海水养殖的优良品种;④红罗非鱼同虾混养,可提高鱼虾成活率,增大养成规格。  相似文献   

海底孔压对波浪响应试验研究及数值模拟   总被引：6，自引：1，他引：6  

刘涛  冯秀丽  林霖 《海洋学报》2006,28(3):173-176

孔隙水压力在海底土尤其在砂性海床中扮演着一个非常重要的角色.波浪的周期性加载作用,在砂土及粉土中产生超静孔隙水压力,其幅值大小是海床发生液化破坏的控制因素.在海上工程的历次调查中发现孔压引起许多液化破坏现象,如粉土海床的塌陷、凹坑、坡度较大处的粉砂流及构筑物基础周围的过量冲刷造成石油管架下沉等等,因此研究海床中孔压对波浪的响应具有重要的理论意义和实践意义.  相似文献   

浅水波长计算问题     

薛鸿超 《海洋工程》2006,24(2):95-99106

浅水波周期保持常值,而波长缩减时其计算需进行迭代。提出了两个精度较高的经验公式供计算应用。水深波长比差值ΔLD0的变化规律反映出浅水波长缩减为一复杂过程,并与波能密度加大相关。LD0≤0.14时,特别是LD0=0.056前后,其特征会更加显著,由此可探讨波长变化的内在机理。  相似文献   

Stability of waterfront retaining wall subjected to pseudo-static earthquake forces     

Deepankar Choudhury  Syed Mohd. Ahmad 《Ocean Engineering》2007,34(14-15):1947-1954

Waterfront retaining walls supporting dry backfill are subjected to hydrostatic pressure on upstream face and earth pressure on the downstream face. Under seismic conditions, if such a wall retains a submerged backfill, additional hydrodynamic pressures are generated. This paper pertains to a study in which the effect of earthquakes along with the hydrodynamic pressure including inertial forces on such a retaining wall is observed. The hydrodynamic pressure is calculated using Westergaard's approach, while the earth pressure is calculated using Mononobe-Okabe's pseudo-static analysis. It is observed that when the horizontal seismic acceleration coefficient is increased from 0 to 0.2, there is a 57% decrease in the factor of safety of the retaining wall in sliding mode. For investigating the effect of different parameters, a parametric study is also done. It is observed that if φ is increased from 30° to 35°, there is an increase in the factor of safety in the sliding mode by 20.4%. Similar observations were made for other parameters as well. Comparison of results obtained from the present approach with [Ebeling, R.M., Morrison Jr, E.E., 1992. The seismic design of waterfront retaining structures. US Army Technical Report ITL-92-11. Washington DC] reveal that the factor of safety for static condition (k_h=0), calculated by both the approaches, is 1.60 while for an earthquake with k_h=0.2, they differ by 22.5% due to the consideration of wall inertia in the present study.  相似文献   

Applied hydrodynamic wave-resistance computation by Fourier transform     

Jorge D'Elia  Mario A. Storti  Sergio R. Idelsohn 《Ocean Engineering》2002,29(3):261-278

An applied Fourier transform computation for the hydrodynamic wave-resistance coefficient is shown, oriented to potential flows with a free surface and infinity depth. The presence of a ship-like body is simulated by its equivalent pressure disturbance imposed on the un-perturbed free surface, where a linearized free surface condition is used. The wave-resistance coefficient is obtained from the wave-height downstream. Two examples with closed solutions are considered: a submerged dipole, as a test-case, and a parabolic pressure distribution of compact support. In the three dimensional case, a dispersion relation is included which is a key resource for an inexpensive computation of the wave pattern far downstream like fifteen ship-lengths.  相似文献   

非线性共轭梯度法在东海黑潮流计算中的应用   总被引：4，自引：0，他引：4  

陈红霞  袁业立  刘娜  曲媛媛 《海洋学报》2003,25(6):31-38

基于现有的几种海流计算方法,根据与P矢量法相同的动力特性和内在假设,对海流计算提出了一种简单、高效、易扩展、适用范围广的新方法:非线性共轭梯度法.利用1989年4月以来的"中日黑潮合作调查研究"6个航次的CTD资料,对东海黑潮流区域应用非线性共轭梯度法进行了海流计算.通过与船载ADCP实测结果比较表明,非线性共轭梯度法是可行的.  相似文献